Model Test and Numerical Simulation Study on the Effect of Mudcake and Length-Diameter Ratio on the Bearing Capacity of Bored Cast-in-Place Piles

<table class="table-group" id="tab5"><tr><td><table class="table"><tr><td class="thead-hr" colspan="7"><hr/></td></tr><tr class="thead"><td class="align_left">Pile</td><td class="align_center">M0</td><td class="align_center">M1</td><td class="align_center">M2</td><td class="align_center">M3</td><td class="align_center">M4</td><td class="align_center">M5</td></tr><tr><td class="thead-hr" colspan="7"><hr/></td></tr><tr><td class="align_left">Ultimate bearing capacity (kN)</td><td class="align_center">3.49</td><td class="align_center">3.37</td><td class="align_center">4.16</td><td class="align_center">4.03</td><td class="align_center">4.49</td><td class="align_center">4.33</td></tr><tr class="table-tr"><td colspan="7"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>The ultimate bearing capacity of the model piles.</div>

Advances in Civil Engineering

tab5

Table 5

Table 5: Model Test and Numerical Simulation Study on the Effect of Mudcake and Length-Diameter Ratio on the Bearing Capacity of Bored Cast-in-Place Piles 

Table 5 | Model Test and Numerical Simulation Study on the Effect of Mudcake and Length-Diameter Ratio on the Bearing Capacity of Bored Cast-in-Place Piles 